Refining bond-slip constitutive relationship between checkered steel tube and concrete
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Chen et al. proposed a theoretical bond-slip model of concrete-filled checkered steel tube that accounted for the tensile strength of concrete and the height of the checkered part.
“Chen et al. [22] proposed a theoretical bond-slip model of concrete-filled checkered steel tube, which took account of the tensile strength of concrete and height of the checkered part.”
From Bond stress-slip relationship in concrete-filled square stainless steel tubes (2022) · cites this paper as [22]
Cites
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Dong, H., Chen, X., Cao, W., & Zhao, Y. (2020) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2020.105951 · Cited by 59 · see citing works
Bond stress-slip relationship in concrete-filled square stainless steel tubes
Dai, P., Yang, L., Wang, J., Lin, M., & Fan, J. (2022) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2022.127001 · Cited by 45 · see citing works
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Experimental study on constitutive relationship between checkered steel and concrete
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Self-citationStudy on the Bond-Slip Performance of CFSSTs Based on Push-Out Tests
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Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs
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- Authors
- Chen, L., Dai, J., Jin, Q., Chen, L., & Liu, X.
- Affiliations
- Hefei University of Technology (CN)
- Corresponding author
- Dai, Jixiang
- Venue
- Construction and Building Materials
- Publisher
- Elsevier BV
- Published
- 2015-03
- Volume
- 79
- Pages
- 153-164
- ISSN
- 0950-0618 (ISSN-L)
- OpenAlex
- W1963980823
- Cited by
- 61
- References
- 13
- Citations by year
- 2026: 3 · 2025: 6 · 2024: 16 · 2023: 7 · 2022: 4 · 2021: 10 · 2020: 6 · 2019: 3 · 2018: 3 · 2016: 2 · 2015: 1
- FWCI
- 3.31
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Construction and Building Materials (publishedVersion)
- Funders
- Ministry of Housing and Urban-Rural Development of the People’s Republic of China
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Materials Analysis
- Keywords
- bond-slip relationship, steel-concrete bond strength, push-out test, bond-slip constitutive model, position function
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Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
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